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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 34.43 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) TREATMENT AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: ITTHE ETHAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI ( fm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP S" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 LL/480 TL/240 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR * *TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER D PER CODE ACI 318-14. FRECONSOLIDATE FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 101. CONSOLIDATE AND GROUT POURS PER CODE. GROUT SNHALL BE FLUSHTWITH TOP OF WALLYS. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL R703.7.3 WATER -RESISTIVE BARRIERS. BARRIERS SHALL 8E INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER TOP CHORD LL 20 20 20 15 20 25 WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING 2. ALL LUMBER SPECIFIED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 10 SO 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 45 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fl>=2400 PSI MIN. PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP J. APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING VINYL FLASHING SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END J01NTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- OA8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-> 34.4 O O '0 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16'-0" x T-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S USED AS FLASHING NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: C1281, MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT 40 (PSF) 100 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED ASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 0 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TRUSS INSTITUTE TPI LATEST EDITION. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE USS PLATE • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ®HAND RAILS (d) 200 ( PS F) GUARD RAILS IN FILL COMP. (f) 50 (PSF) CONSTRUCTION. CO AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINEALL SPANS WORKING POINTS, BRING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • WALL AND ROOF INTERSECTION. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLESTAIRS ING ROOM • AT BUILT-IN GUTTERS. 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO i SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It Is the Intent of Designer/Engineer listed In the tltleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED, LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 5. ALL GLASS 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY. AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality Assurance Manager immediately. No backcharges will be considere MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBB (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE PERIL OR CONDITION, CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreemen MISSED, CONTACT THE FOR FOR SUBSTITUTION. 6 ) 6rS 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HT75 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. •� /' ' O 2 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION OMES orthwest Florida MODEL 2508 3CF i� UJ �o� U it1C LL_ a 3 FILE COPY ```ttl tEi!IFL � 9 Ply LO�!. SION('- �� ilnritrr'' �9yyp�� ro a o gG 8g m• W F to n W M CO n d fi�8 �^ a � a• 55$� li 02 'Jlg'E a�j ,nm 11 jt� L O UM 0 0 � �6�aq@gR Z� mm a a K 00 BE UO N 1¢°-5 a 4Aw4.fO5iNG.CON ❑ ❑ ❑ U W Z M - O 1/ O g Z N Z ) N ZN M n w � W � � m w UV) N c \/�M i (u U - ccli E W = o o U .II: ; = 0�N c .�.Q ® ¢ N o DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O Uj N U rI N m toN E ~O � 0) N d J W J m W ZD Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-8740 Sheet: I Of: COVER SHEET LAV. C/O SHWR. TUB W.C. F TO SAN. SEWER 2" VTR LAV. \� 31, 4" WASH. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL: APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .T5 LES OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER,414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC- FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MAI SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6. NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY it ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY. CAP. Ibs PIA 1•0. XCONT. 1'-01 2#5 E.W. BOT. 2000 F2,0 2'-0" X 2' 0' 1'0' 3 #5 E.W. SOT. 7200 F2.5 2'A" X 2'6' 114" 3 #5 E.W. BOT. 11000 F3.0 T.0" X 3'-0• 1'-0" 4 #5 E.W. BOT. 15600 F3.5 316" X3'6" 1'-0" 4 #6 E.W. 007. 21WO F4.O 4'-0" X 4'-0'. 1'-0" 5 #5 E.W. BUT. 20000 Fob 4'6" X 4'6' V-4" 6 #5 E.W. BUT. 34500 F5.0 5'1 X 5'-0' 1'-0' 8 #5 E.W. SOT. 42500 F8.0 6'-0' X 8'-0" V 7 #5 E.W. BOT. 51500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO -STORY -FOOTING - INDICATES PAD FOOTING 2" VTR SINK D.W L.T. I1 3° i LAV. W,C. TUB PLUMBING RISER NTS 2" VTR LAV. W.C, TUB LAV. 3" 1, C/0 7'-0" 21'-0" R,I q'I F3.0 ■I ■ ■ I I ■ ■ 1 -� ' 1 � 1 1 Q I HOSES BIBB ' FM01 i F3.0 i ' °II TUB/SHWR J i 4" PATIO SLAB "a•1 "- a FMO1 q. W/8"x8"FHK'N I 3.1 'n �I ---__-_-___- 1 , N 3.1 1 fl i� EDGE 16.-7. 1 U-T 4'-5" 1 ' ." 1' ' 1 , 1 r W/C U I Q. I ' IUI M , 1 1 ' N N ' 1 04- i Q i 4" STEPDOWN ^" 01, LAV V LAV 1 oqm �� 3s bI 1 , � 1 1 ;Poo , q 1 4 I r 1 w i � "Zr SINK ; tQ , f0 C? 8' 7" 30'-4" cn ' � , 1 1 R /e m IF Ir � FII I 1r i -IIt ` �L JJ , ■ - 1 LAV LAVL'L_ ' , 1 Ba , , FM 1 HVAC LAV _____________ r , i �,-7-7-7-7 i FM10 - -: .`. ---- 1, i irr. 11 ; m � 1 13 X4 F.G. I I ;SHWR 1 3.1 TUB ', ; W/C }'�' �' Jj r- [S �"'__, •`--_ �jIIjI i 1 ` - - ■-----'-- -- --- , -.- r -.----- 2-- WALL -- ---' ' - --'�I 1 I Ijj i i-i III � , n ,' ' Ij ' I ' r _ _ _ _ _ '------ -----'---' ---' - u� ' ROVIDE CHASE ' ' F3.0 _ _.' W/o I ' Sp II jI FOR HVAC UNIT jjI i PRIMARY LOG. - 1 - - - - - - - - iv I II A/C PERMIrIED 7,-0,� 1 . 1 ' NJASW 1 0� _ I 1, j II IIjIIIIlI1Ij; ' AS BY LOCO ORDINANCE M ° !I---1 ',� ,r TUB/SHWR q 13'-10", 00 0 DRYERI I, 1 FM01 v - --- i -I:,------ YrW�-L'r -'----`-- -.-� ---- _ ---- --- -± 3.1- - ■ »._.' v •-`---- --- ---------• 3.1 ■ 1 , 1 4"STEP WN II ■ ■ ------" `---i ■ ; 4" STEPDOWN 9 ■ ■ I ■ N I 3,1 F3.0 ; a ■ , I 1 , V 2'-8" 7.-0" ' 3'-4" 2 4' 1 o ,. , zo 1 Q LO 4 F2.5 w N________ __ _____ ,. 0_ O ,. 1 ' 1 � ' i FM02 I i FM02. 3'-S" 7�.0^ 3•-Srr F2.5 FMO3 3.1 1 , 3.1 -.--�CJ.SEE NOTE WED - ----------�- �"�'■gyRgT,,EV CODE- N P -4 12'" 10'-8" Br�,� Z # ". �. U !E C I 1 Or , . ' , 1 r 1 , HOSE BIBB 4 I � 1 4 ' FM09 FMO9 3.1 I 3.1 - - - -- --- ----------- I FILE is091111111111111111111111111 ■ ------- ------------------ ------------------ Co Y ■ FOUNDATION PLAN SCALE: 1/4' = 1'-0" ELEVATIONS "A" & "B" :0 A[ iV ```�leeeuinE -0 TO "PI `�.`�eP•GeNS .0 �. NO a a of W.O. S :��9•. I XoPrU a "4k* IY d Fi 13 flm e� ■�"1:� a A� pmm�8 a LL�w ui 4 { a w mtM,- o wo & m i�tA Z. 5 y,y °'� 0 0 -' y 1- 9 z 9 B b ■ ;'A WWW.FD3ENG.COM ❑ ❑ ❑ Z M 0 c 4 - p Z N O d V) z M w IJum (Do •\ w um U '- pppWWWppp d = to U g� op c < C4 C; MAway FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: LO D o Ih U \ I,- N Y M N 3 QQ ® "J LI_I ZD N o Jm070 CD VI Model Name / Number: 2508 VI Plan Issue Date: Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9740 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED BIBB INSTALL FAN BOX PREWIRE\ ml • A • m I I -I I 001DI INSTALL FAN BOX PREWIRE �G.d INSTALL FAN -� \ ` INSTALL FAN BOX PREWIRE `\ BOX PREWIRE CM �\ , I n I I _ Id_ c FAN FOR D/' u REWIRE I DIS - ,I I'-- FOR HOOD ' T II r� „ ,I „ / ------------------ ITL------------- - - - - -- FI , , I I I, I I „ , I 1 I I I I , 2 INSTALL FAN ,BOX PREWIRE INSTALL FAN BOX PREWIRE ®\INSTALL FAN BOX PREWIRE ® ( r I , {JTI' 1 r _ I, n \ ' I r GFI:, r L _ ,J I \ i . _ - - - - - - - - - - y- s 111 220 220, " - , , W.H. 'x L _ U - ----------- GFI .. .... .. ,,. I_ ELECTRICAL V V / � \ ®42" PANEL I ' / NOTE: \ LOCATION OF METER AND PANEL BOX WP GFI ' 1 ' ' TO BE BY BUILDER. IF NO GARAGE SEVICE \ DOOR IS PROVIDED A DISCONNECT SHALL I ATTIC ELECTRIC BE ADDED AT METER LOCATION. I , / IFREQ'DBYCODE `\ I ' ---------- GFI Q42" H COACH LIGHT ' y \ GA `\ NOTE: FOR GARAGE GFI KEEP COACH LITES OUT DOOR OPENER \ OF BANDING, QUOINS, AND FOR GARAGE ROUND COLUMNS WHEN - - - - - - - - - - DOOR OPENER �\ POSSIBLE, REFER TO ELEVATION -----------------------------------------------_, FOR TRIM. ' I I I I GFI H , I 43' B COACH ---- _ COACH LIGH - - — - — _ _ - - COACH IY uj to tj w w ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTIONOF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n- --n --EF-n.. TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT h ' 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET OO - DOOR BELL ® SPECIAL SERVICES OUTLET DI05P DISPOSAL N❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING y® (� Y BATH FAN W/ LIGHT EC INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNEF_ CT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY TYP ELETS AND OUTLETS CTRICAL #12 COPPER TOA PH LANCES AND GFI PANEL # 10 COPR TO _TER!;�E Oj # B COPP `g(�� E INTERSYSTEM) #BTOH �^ BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, Lj ?i N 0 N ri N c m co 'o 0 � N I Lo �aa 0 p m 11 a _LLNWU)w o g$- a zz 0 ,5"s v Ede Z o y O fig In WWW.FDSENG.COM ❑ ❑ ❑ Z M O Z ry V / _ ri Z N Q 1J VI ro / o u' c U w V) c u an to � � '— J U cmN E Usell i m F � � 1`I�YrU,J lll1. aam Q'm A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32363 I PORT ST. LUCIE IVI Job Information: O F_ Z C LuU M m 4 l0 N ei N � � ;? Z F-�0M 0) a 0JLIJ::) N o JmCnW 00 , Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9740 Sheet: 4 Of: ELECTRICAL PLAN 12 48' OFF RIDGE VENT 5 6 o it co N io 23 SH LITE TEXTURED FIN. FLR, CEMENTITIOUS COATING 25 SH 09 OP OF BLOCK W FIN. FLR. /48" OFF RIDGE VENT 48" OFF RIDGE VENT 12 6 25 SH LITE TEXTURED I 2650 SH 12650 SH CEMENTITIOUS COATING LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION "Arl SCALE: 3/16" =1'-O" DBL 3050 SH TOP OF BLO K —___ 4 cp ao Fo FIN. FLR. 48. OFF RIDGE VENT 48"OIT RIDGE VENT TOP OF BLOCK O aD 00 W FIN. FLR. DBL 25 SH TOP OF BLOCK O OP 00 t0 FIN_ FLR. Z REAR ELEVATION SCALE: 1/4" =1'-O" 12 e 48' OFF RIDGE VENT 25 SH 25 SH VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq inche4 of venting needed equally for Intake and exhaust Soffit product provides +^xx 4.12 net sq in/sf ". Ridge vent provides 18.00 net sq In If Off ridge vent provides - 138.00 net sq in / sf Overhangdistance 1.33 ft S.F. of Areatobe vented (SF) 3406 s.f. Total needed for exhaust for upper'1/3 817 netsginches Total needed for intake (soffit area, lower) 817 netsginches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. ofRidge Vent needed (can be used in combo with ORV) 4S Lineal Feet of Soffit needed to meet required 149 Lineal S.F. provided by plan gg LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "Alf SCALE: 3/16" =1'-O" uoL zo an OV06 UVVK VVIIN IZ%- DBL 26 SH ARCHTOP. 8x7 OVERHEAD 16x7 OVERHEAD 10" SIDELITES & 56" X 16" ARCHTOP FIXED GLASS ABV FRONT ELEVATION "All - SCALE: 1/4" =1'-O" TOP OF BLOCK N'DOW H AD HGT 00 ro FIN. R.R. ``tea tip, l Cl �-j. N° OF p e �'vVy 8 S 1 ok,4 Vp Ilffbi4tl� � • E m�p O 8._ p t� ro In egg OJaOD 00 W06o 8�N�xde �2aF HIE- 21 Z¢ O ySan p � LL L z n 8 r a . WWW.rDSENG.00M ❑ ❑ ❑ z Z M z o 0 Z N- d 03 �. a —Lo Z t^•1 Illy r 11 Qu lr�w3 p a i Ln w i toLn c , ~ J VAN DO oQ FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY n7--,-%n9WED FOF GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: CO!'A T. L IE COUN PORT LUCIE ♦ Job Information:n: ®cL LL 0 Z c 't E COPS! > � cj A 4+ N 3 E Uj % ¢ d 0 a 4 < ® J LLI (04 o JmCncn oo u OD C7 ♦ Model Name / Number: 2508 m VI Plan Issue Date: Monday, January 11, 2021 ♦ KA PROJECT NUMBER: 20-9740 Sheet: r Of: `h/ ELEVATIONS - A SEE DE G.C. TO PR( BLOCKING" W/ APA RE( FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT NIP SECTIONS 20'-0" MAX 20'-0" MAX TB03 EQ d C EQ. 4 4 Q W O m •7 4 � EQ. "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING �+ 2 X BOTTOM 4 MIN, SEE CHORD DETAIL TB04` - - )VIDE '0 COMPLY tOMENDATIONS- ATING OF DGE DETAIL O FIT.w ? O a � - - - 130TTOM CHORD GABLE END BRACING @- LOP CHORD 2X4 *2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4). BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS POR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR ML=AN ROOF HEIGHT 5 25 It WIND SPEED (ULTIMATE) 180.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO45 DEG. WINDAREA (+)VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION 14:121-112:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -37.02 -51.06 -51.06 GABLE -37.00 .37.00 -58.99 58.99 .58.99 -76.03 1p ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE); IF ZONE 1: ASTM F1667 RSRS-03 (10M NAILS @ 8" O,C. ON EDGE AND 6" O.0 IN FIELD ZONE2e,2n,2r. ASTM F1667 RSRS-03 (10d) NAILS@ 4" O.C. ON EDGE AND 4"O.0 INFIELD ZONE3,3e,3r. ASTM F1667 RSRS-03 (10d) NAILS@ 4"O.C. ON EDGE AND 4"O.0 INFIELD ROOF SHEATHING:SHINGLE'1032"EXP.1 (4220) TILE12u" EXP-1 (44m)NOSE, 1. PER CODEASTM F1667 RSRS-01 REFERENCE TO8d(2 aB" xO.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN J13j", SHEATHING SHALL BE FASTENED "'kkk WITH ASTM F1667 RSRS-0310d (2'/2" z 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 71 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 18" D.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121412:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. ATTACH PER NAILING SCHEDULE- PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL FDGES.A MINIMUM Ia" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN S8". O MAIL AT BASE 2 ROWS @4"O.C. w/ad COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4"O.C. w/9d COMMON NAIL. © NAI L OPENING PERIMETER Yd(2)ROWS 04"O.C. w) Ed COMMON NAIL, O NAIL INTERIOR AT 6" O.C. w/ Ed COMMON NAIL O STAGGER ALL VERTICAL JOINTS B MAIL @ V O.C. w/ BE COMMON NAIL O PLYWOOD SPLICES®HEADER - NAIL SHEATHING TO HEADER w/Ed COMMON NAILS @ IV O.C. (2) ROWS @ TOP & BOTT. © (2)Ed NAILS 0S"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15132. OSB I jl EXPOSURE 1 I II D SHEATHING 1 II PROVIDEBLOCKING41,1,AS REQUIRED PER I SECTION XX IF NOTiiFULL HEIGHT SHEET /¢ ©/ FLOOR SYSTEM NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/Y. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2)- 2x TOP PLATE BEYOND 15/32.OSS EXPOSURE SHEATHING - , T T 11 II II II I TI 11 fl 11 II I F ID2XBLOCKING wO 117 I(1 II II II I @ALLSHEATHING 11 III III III C Ii II II I I' � II 11 1 I I 1 II 11 ( I III (�E ECTHJNX-X) _p - III nl II D II I IN a u u I II.L- III OPENING _JL___ III II -- III -- II I I �0 III 111 l C III_ X II II I II 11 2O a JL x_II---II--_I IIIIII-- III 111 II III Lill ----_---, 11 11 1 III II 11 II I M II II II I 2x STUDS BEYOND. w e III III I I I II 111 I I I D I II II II II II II SEE PLAN � 1111 111 II II III I I I II III II II' II I II II I , o� � III III III I I I 11 1 I I I II I I I I IL 111 II II II I I III II 11 II I II 11 II I y- III I' I I 11 , I I I II I I II I W Yx- _LL 1 4 J1_ JF ll ALLSHEATHING I I 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SPACING 3W SINGLE NAIL EDGE SPACING 112" DOUBLE NAIL EDGE SPACING W V 2m Q N�r c ru M IF 24 P.T. BASE PLATE BEYOND SEE PLAN TYP LOCATIONS MIN 2 X4 02 SPF TURNED VERTCAL W/ 7118' FLTrCH PLATE TO WI (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/(4) ad NAILS SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ° CONNECTORSCHEDLRF FIND ADAMS HOMES- Model 25083CF A Base TRUSS ID BEARNG POINT TRU55 ACTUAL CONNECIORID. CONNECEORUPLIFTOEMGN FASTENERS .NOTES :UPLIFT RATTING C1 C5,C1V CWCIAE7,E7V,G01, L/A 3499.,1ezz -HFA16/PER TRUSS MFR 1810# (9)10x1-1/2" Hl H7,H7V,M02 B04, C3C, C1P, C3P, ESP; HSP, M01 L/R 661#., less H10A/PER TRUSS MIR 1340# (18)10d x 11/2" - B01, 602, 805 B07 L/R 711#or less HETA16/HETA16 1810#/1810# (9)Ind x 1-112" (9)106 x 1-1/2" AIL ql6, B03 L/R 1a2a #or less HETAl6 /HiDq J 181a#/1340# (911Ddx 1-1/2' (1R) lad x 1-1/2 Jal LIP -957#or less H10A/H10A' 1340#/1340# (19)10dx 1-1/2 (18)10dx 1-1/2 BOB LIP 1731#or less. ,(2)HETA 2035#/2035# : (20) IOd x 1-1/2l6/(2)HETA36 £ (20)10dx 1-1/2 A17 L/R -.2052#or less (2)HETAIN (2)HTS20 2500#/2900# (20) Ind x 1-1/2 (48)10d x 1-1/21. CIA, USA L/R =138 #or less PER TRUSS MFR. (9) Ind x 1-1/2' MI, MIA, A01B AEG MO, ME L/M/F -1270#or less :HETA16/H10A/HETA36 1810#/1340#/1810# (18)Ind x 1-1/2 (9)lod x 1 IJ2' ; - (9) Ind. 1 1/2' A02 ME, AIR L/M/R --1121#.,1ess MTAI6/HSOA/H10A. 1810#/1340#/1340# (18)10dx1-1/2 (18)10d x 1-1/2 (20) Ind x l.1/2 t A09 L/M/R -2945 por;less (2)HFTA16 / (3)HT520 / 2500p/4350#/2500# (R)Ind x11/2 (2)HETAl6 (20)10d x 11/2 PBS PB3 CONT 2644or less PER TRUSS MFR , A09 SUPPORT COLUMN CO 101NT p162945 por less HDUS SD53S 5645p " & (14)1/4. 2 112SOS WE S''MIN EMBED 5/8 Epoxy Anchor or AM A17 SUPPORTCOLUMNC2 101NT011 -2052#or less DTT22 2145# (1)1/2Wedge Anrh.r&(8) „, ' 1/4"e.1-1/2"SDI screws .;:, .... i'.. TRUSS MANUFACTURER', PROBUIID/BFS DATE OFIAYOUT:. DATE OF TRUSS CUT SHEET5; 1,119/20 I-LEFT,R RIGHT&M= MI OGLE BEARI NGS. BEARING WCAPONS ME REFERENCED TO TRUSS MANUFACTIMEWSTRUSS DRAWINGS SIMPSON- CONNECTOR SCHEDULE MART( TYPE CONNECTOR 5 FASTENERS SET SNIP, ®FRAMEM MASONRY HETAI6WREAR1.11/T ON HETA20W(M10dx11YC 1810 =0R TRUSS BRACING OFME FRAME NAILS NGEAW110REJ LS an ME © RAME TO HIDAVOISM11 x l 1W land ,MR AND ADDITIONAL FRAMEP 111042400,10dx1 VTATZPLYTRUBSES an 108 INFORMATION O FAME 10 FlekiROOF LOCATION INCLUDE 1 ltr AT EXTERIOR Bad SEE SHEET S-4 OE FRAME TO MA90FIRY MCAT WAICIT Id NAILS AND MOT Mile W12' EMBEDMENT W SIAPSON'9E FPDX 9 qO 390E '. OFRAMES . FRAME H OCAFRE(21NOdx11N'IAT EREMCR LOCATIOI NCLIAE(NIMTOENAILB 112E 181q FRAME TO FRAME (2)HTSN W(46)iNlx 1 W- (AT EXTERLDR LOCATION INCLUDE (012d TOENAILS 225) 28T0 O FRAMEM MASONRY HOT4W(I6L0dNNLSAND(2)SR' ATTU WIYEMBEOMENT WBIMPSON •SET- EPCL(Y (HGTd FOR3YLY) IOWO OFRAME TO MASONRY FGTR W(18) 11V x3' SDS WOOD SCREWS AND R) 11T x an MEN HD ANCHOR BOLTS S40D 4715 IDFRAME TO MASONRY 'Tel ix 2-6H"TREN 22 17W SEE NOT BELO 2080 ®F((NMETO MA90NRYI FRAME R2)LGT2W(M)15d MNHERS A(14) 3500,01 lWx2lM'M1dN(2R.YT1l 324NF I OR BS)1MSINNERSFORRINIE(Er0 40XSN 37MF ®FRAME TO MASONRY, I R2) 3W(P4)114".WSDSSCMM 4190M S(() air A r TITEN(2 PLY TRUSS) dato-F M104& BB80F USP- CONNECTOR SCHEDULE CONNECTOR&FABTENCRB 8PF 9YP HTAt6W(YO)1G1x 11TY'OR 158E 18T0 HT=W(10)lMx l lW HT]AWLIBSd NAILS 616 no RFIBAw/Et7r0d x 1112" Boa ion v1He)IDdx 11WAT2 MYTNUBBES LIS 1000 2W(14IIM x 11W(AT IDUEFUM Mod tt86 NON INCLUDE Me TOENAILS 6W(28)nM NALes"D IRA° A.T.R. W U30 440E IEDUENi W 91MPBON'9ET' EPDXY I XTIB110R 12M 1630 ATION I LURE D)l2dT ATNIN INCLUDE (3)120TOENALB V2 ie"ll)INXII?ATMERIOR 2570 1030 ION INCLUDE (8)12d MISNAILS (BA) W (16)lW NNLSANO (2)5N' AIDED !EAwFiNAENTwIMMP90N"SET- 7020 9790 EPDXY (N =FOR SPLY) W(12)WSb WDO)SCEEWSM0 7100 & (101 1100dN seduF N804d 6180F O BEAMTO MA9ONMl HW6OPC HUGS W R9 I W NAILS d GRIMM (12)Ile. 23/4'MEN (TO MAE,) U9980 GKIM HW9OPTHU4Seonal0d NMJS& TAPOONS(TO MAST) 001828 O0201 FRAME. CR(12) 1618(8) 104(FORPRAMS) SYP" UMIw SYT'M (12) VIV x 23/4' OR(12) 1Bd&RRl0d(FORFPAME) Man SYP.P OSSEO SYPH (2)IHETAI00PT CC21 ""A20 IB20 TOMLORI (2) HTA180Pi(2) MAYO MOFRMAETO MA90NRY 14xLV W (10) IUdX 111Y OR . 238E 2385 1-PLY W (10)1Od x I VZ OR 2430 2- FLY W(12)HM 2-PLYW(12)1m HTSMI8 W(8)100 NAILS AND I4) IRA'# 11C PER 1110 K M10 Wall W NALS AND W) IPYKI M' 11A8 122b FRAMETO TAP(Y]NE WEDGE -BOLT NOR MASONRY Holm W(InyiN RAW AM(i)1/4W 114" an 1110 OR HTWM20.1(1 OIL ad NALS AND 19xx1 M' TAPCONS 14) WEDGE.BOLT t14d 122E OFRAME P EO H10SW(5) Mxt 1/SNP3LSME, O)3N'w1" ]80 810 MASONRY TTAN lO FRAME OT@ZvdBall4°x110^SDSWOOD OTB-RW(M tH"x1 11TW316WCOD O MASON RY SCREMARO,(1) lira A.T.R. EPDXIED./ 1835 214E SCREW9Aro (i)12BA.T.R EPOAEPed 4510 1B35 MMPSON'SET SEE NGTE") SIMPEON"Wr ENO(EIN TO HIESWORLI Led IW NAILS AND (1)&S" B HTT46W(2d) 1ddx0 t/T NALBAIO(1) OFRAME MA9CNRY ATA. EPN3ED wIMMPB TET' 4375 5000 WE A.T.R. EPDXIEDWBIMP MTEr SO05 SEE NOTEN BELO EE NOTEN FFLO N1T4W(1M led LAC NAILS AND (1) W"0 HTT46W(10) IWA 11T NALSAID(1) 9OFRAMETO MABIXHRY ATA.EPDXIEDWSIMPSCN9Ele 3640 42M WE A.T.R. EPDXIEDWBIMPBON TLr 4180 SEE HER EN BELOW)_gEE NOTEN BELO O FRAW FRAMEE FRAME HINW(N) 10dxl t2'NAL9 TM 910 LUWI W(T4)Sdx11YGNAlB 876 1945 OPRAME TO FM9KTW(4)114NI TRY SOSWOOD ]6D ]� RTIM W(9) 101. 1 LIT NNLSd MASONRY SCREWS&(5)1MY2114"TAPCOML (4)I9"x1 N'TAPCCN9 138E 1395 VGTW Oe 1l41Y 6D6NgODSCREW68 OFRAMETO MASONRY (R W9'BAT.R. EPDXIFOWSMP90N'9ET° 366E 494a W 12'MIN. EMBEDMENT To G&G)SB'BAT.R.IPDXIWWOSIMPSON O,Me MASONRY 8170 718E "SEPw1.ITMIN.EMSEDMENT O FRAMETD VGT W (16) I'd "x E SO9 WOODSCREWSd ZISD925W(10) 114'X21/a- am WOOD 32M 45M MUOTI5WIAILS&Nr)WIT&T.R. iM FRAME SCREWS&(1)MYBAT.R tN NAl198U16M'BAT.R. 410 O FRMIE TO (A HTTB wI (B!)10d'S21?NNLS6 497E SNO (2J HTT46WId211Bdk21IT NAL3 FRAME (1) 5N"BA.T.R.(SEE NOTE N) 8115/8'0 AT.R(SEE NOTEN) - MOS HFNCOI, CMMCM(f"u(Nc". 1. CONNECTAILF'LOORTRUSSES TO INTERIOR BEARING WOOD WALLS/ WAMBNY 0 TU TOENAILS. 2. ,LLLTRUSS TO TRU95 LONNECTIONSARE RROMMEO SYTRUS9 MANUFMoLJR@A,UNTO ON PLAN: 3. GG MAY USE EIFFEH SIMPSONOR USPCONNECNON9, SEE FRAMING PLAN FOR CONNECTOR CALLOUT. 4, FORSINGLE PLYTRUSSEb, SCAB ON FULL HDGHTSYPri 2^M'TOTRUSS VMTCAU WEBW(2) ROWSOF 1W WLS@ 70C. STAGGERED. S. 12" MN.AT.R. EMBEDMENT@ MU BOND BEAM U.N.O. 8. SCAR TRUES CHORDW4'4.2x SYP 42 WATCH CHORD LUMBER S�)wl(2) RF)WS laid W FROM END& 4- O.C. STAGGERED; CENTERAT CONNECTOR LOCATION A3 MACH AS POSSIBLE, W MIMWLCONNECTORUNOONFRAMINGPIAN 1. CONNSCTIMFORALLROOFIFLOOR1RU99E9TOMA9 WWALSILIW8�.PFd7,10FWALUSUNIONPLAN 2. CONNECTIONAT2e OR32'O.C.PS401NGVEITfICAIb FORALL FLOORRRUSQEs PARALLEL TO MASONRY WALLS SEE MAIL FB1240d1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(COiNER JACIO TO MASONRY WALLMOFW RUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARMA D TO TOP OF BONRYAT Bm�OMAx W(2)ATEACH CORNETR.GC. TO VERIFY LOGTIOR OOE9 NOI'CORFLICT WTJI OF PPPIJCASE LAYOUT 5. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALI/BErsMSR1) IM TONNIS O MINIMLCONNECTORUNOONniAMINGPUN t. -WNWCMMFMJ TRLMIOW WALLMMAM © MIMMALCONTECTORUNOONFRAMINGPUN ROOF FRAMING NOTES 1: SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR. TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE. UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 *2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NO THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REV, I IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS Ra(�I( ee i " IS REVISED W/OUT WRITTEN APPROVAL FROM RJS. FOR TRUSS BRACING AND ADDITIONA000O ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 000 D METAL DRIP EDGE + 2 x SUB -FASCIA FToy -ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS 0..2'-0" O.C. - SECUREJ-CHANNEL @ 12" O.C. CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-III 111 vI r I J 2 > g 000400 Lt- go m tap WJkCO-ILI 4D4. LLI IX 0 7jWGoGOs g€'ei d1 6]° N sILo 0s$` 6rn. www.FDBEIVG.GDM ❑ ❑ ❑ z z �2 0 Q z N S Q N a rT - 1n Z N UM m ^111 �,W Q '•� i .v _ a: w f N � c M U . 0; ' Q A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® job Information: I� O W O Y ci N E i Z e Q 0) N 'a I O -j Lu J m (!) Z) (n N GD O U. Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9740 Sheet: ROOF PLAN A UNTEL BEAM: 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - 179, NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN, MIN. LAP 25" (ACI 530) TOP OF SULB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.1- CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6)-106 X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS `DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P T W/ (3) 1/2' X S' "1" BOLTS OR 6" EXPANSION ANCHORS OR (6) 3" X 1/4 TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS ... 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03I nln�,� r/ :',:'�r;aMr,) ATM lw I I ., ., .,.. � .. ., N.T.S. #5 REINF. 20' MIN. LAP BAR #30R 44 REINFORCING BAR /,q' #'3 && #SCE I io" I �5" MIN. IAP #5 STD. 90° HOOK #56 REBAR #5 1AD SPLICE SCALER"=1'O" #6 REINFORCING BAR " GRADE 40 U.N.O. #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2s4," 12" O.C. 1 2 x 6 1/4- X 2-A" 12" O.C. 2 2 x 8 1/4" X 2%" 12" O.C. 2 NOTE. TAPGONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST w iLINTEL w a (2)2X PT BUCKS W/ 1/2" O.S.B. BETWEEN rE FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER N07E FOR SPACING REQUIRED MS111 2x BUCK DETAIL I N.T.S. LINTEL SCH EDU L LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLR APPLIED GRAVITY LOAD(PLF) SAFE UPLIFT LOAD APPLIED UPLIFT LOAD LF COMPOSITE BEAM I� 17'-411 950 PLF 172 PLF 404 PLF 78 PLF 81716 -1B/1T 16" MINIMUM 0 9'-411 1843 PLF 1665 PLF 1133 PLF 805 PLF 8F16 -1B/1T n MINIMUM 7'-611 2661 PLF 819 PLF 1634 PLF 275 PLF 81716 -1B/1T ® 7'-611 2661PLF 1367 PLF 1634 PLF 654 PLF 8F16 -1B/1T 0 4'-611 2931 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 13'-411 1254 PLF 185 PLF 559 PLF 143 PLF 8F16 -1B/1T 7'-611 2661PLF 173 PLF 1634 PLF 78 PLF 8F16 -113/1T ® 4'-611 2931 PLF 1547 PLF 2724 PLF 640 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) 131 D 5 b Ic@AR AT TOP MN. mr b L'/J' C�aAR � IY • '' pROJT ffi ',b • 4 R68AR AT WTtOM 0 0 OF LINTEL CAVIT OOTTOfi REINFOROING }d/6'A4MNL=ROVID£° N Wier IVARIEW e' N M?,IAL WAD-H 7YPE DESIGNATION T.t LLEo w1H OROJT/a. uNpl:Lb FQU4" OF 9 REBAR AT HOTOm OF JNii- CAVITY 8F16-I5/IT N INAL W1OTW J LQLAN-1TY OF -5 NOMINAL 1 HT REBAR AT TOP MATERIALS 1. rc precast Ilntels - 3500 psi. 2. f'c prestressed Ilntels = 6000 psi. 3. f'c grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum nut area comProsslve strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Feld rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar Per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bad Joints. 2. Shore filled Ilntels as required. 3. Installation of fimel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured With 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Imtels meet or exceed L/360 vertical Defection, except Ilntels 17'-4" and longer whh a nominal height of 9" meet or exceed L/180. 6. Bottom field added rebar to be located at the bGUQM of the lintel cavity. 7. 7/32' diameter wire stlru bs are welded to the bottom steel for mechanical anchorage. S. Casten -place concrete muy be Provided in composite lintel In lieu of concrete masonry unite. 9. Safe load ratings based of raLional design analysis per ACI 318 and ACI 530 10.Untel min. depths are called out on lintel plan. If contractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and is approved without emgineeririg letter. if a smaller lintel is installed contact FOR for approval. SAFE LO D TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Sare loads for unfilled Ilntels must be reduced by 20% if bearing length is less than 6-1/2". We loads for all recessed Ilntels based on 8- nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 Or grade 60 field rebar. 5. Additional lateral lead capacity can be Obtained by the designer by Providing eddionai reinforoN masonry ebove the precast lintel. 6. One #7 tabor may be substituted for Live #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated Made from the Safe load tables by calculadrlg the maximum %Misting moment and shear at "way Flom the face of support. 8. For composite lintel heights not shown, use safe load from next lower hulght 9. All safe loads In units of Pounds Per linear foot - PRECAST "U" LINTEL W/ 3000PS1 CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R n ANCHORS (TYP)-►)� )� Al{+ REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT ITLOCK FOR FIRST COMPLETE emu COURSE BELOW SILL A FILL SOLI) W/ (1) MS /AR FOR ALL WINDOW OPENINGS 6'.6" . • AND LAROEFI SEE FOUNDATION PLAN STD. 90 DE()RE ANGLE 3000 P. CONIC. W/1 45 REBAR S'x8'x16- CMU U.N.O. FOR /-GROUT SHALL BE FLUSH r WrTH Top or WALL 10, STD. 90 HOOK 100K 0 TYP. BOND BEAM 8' x S" x 16' K.D. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM Fro. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25- MIN. LAP (ACI 530) LenTfnnT eoQ`�p TORR� o2�w' N"v • • r °°��i o•' ,� OQ-•'w e°OOo � S9 i f N P%N+ CO U a ..2 1C1131 N p N n Z--hW �ea S� 8 w as €c c'COQ�a�Oofi Q�V ONlei 0 p J Nu Z W s EQcTTeLLLLpp w vj tn g 3z.S. 2 5 z 0 Y 3 i- pp¢ #d IY �i�mm 3 w ¢ �InW Z0 V rn r£ 'a� WWW.FD6ENG.COM ❑ ❑ ❑ uo Z cn V O 0 10 Z N QN a B2 Q S / Z N f✓i Ui M (D - LL U - .M O w i t/) me; LN76 i(13 (2 -cmv E V I, �. . I DO '® _ t `'j' r cDO! o0 = Q N O OEo \,,'L W ' ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L� O z �to C f) W O U M z - . Q � � c.i p J W m ZD 0) N o J m 0 V) Go LL Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9740 Sheet: S.JL Of: ELEVATION "A" & "B" I MS01I BLOCK WALL REINFORCEMENT I NT.S. I LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) %2"I bIbII, EACH END SEE FLOOR PLAN WEDGE ANCHOR D FOR BEAM SPEC, OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. .� ,a;.,• (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o " FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL ® OVERHEAD DOOR WOOD P.T. 42 SYP2"X6" WTRIM �° csllulR/ o •r. tiir:• �`'L.b TOH ' [eeJJa 2"1 WOOD JAMB Y • r t% r cv - \G k F n, y' ZI cH DOOR AND CONNECTION PER LL GARAGE DOOR MANUFACTURER GARAGE SLAB o 0`° TYP, GARAGE DOOR ovA r e TRACK MOUNTING DETAIL ,C} o JJ° 0 �.y ° ,JJI �"J • .ION tu NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 'o DETAIL- UNLESS NOTED OTHERWISE o MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.Ts. mod00 +5 mg YI m 00 or0 F, ,r in o7 r use g 2"xat lFgi � V .�k�r` � p N •�+ J J J C v&fin DO §GLL LL LL N 5 °N p —80�p J� /A y.'1\hZ �L BLOWN -IN R-30 INSULATION PER FBC. Q `-g 4i a N i AND ENERGY FORM SUBMITTED WITH - s g (� J d 3 BLOWN -IN R-301NSULATION PER ' PERMIT APPLICATION PROVIDE BAFFLES & 2 O 2 = 5 � 15 AT EAVES (FOR VENTED ATTICS) F „ g �'� � N o FBC AND ENERGY FORM SUBMITTED , 12"$ „ 8 N 9512 M O FIBERGLASS SHINGLES OR w s- �' E -. 3 J 12 WITH PERMIT APPLICATION F 2 W E 04 m PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) 16-9 as in `" a a k SEE PLAN (FOR VENTED AT ~� OVER APPROVED UNDERLAYMENT p 8 p a T o P0.E ENGINEERED WOOD PER FBCR 905.1.1 OVER APA J y ' FIBERGLASS SHINGLES OR TRUSSES @ 24" D.C. ROOF SHEATHING - SEE SCHEDULE o § 16 .. TILE ROOF (PER ELEVATION) [RSH] - ON FRAMING SHT. FOR www.rusErvs.con+ ❑ ❑ ❑ OVER APPOVED UNDERLAYMENT ; SHTG & FASTENERS. O PER FBCR 905.1.1 OVER APA ' PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) (`, ♦J` z o TRUSSES @ 24" O.C. (RSHI - ON FRAMING SHT. FOR �►i/ SEE PLAN FOR Z SHTG &FASTENERS. 1/2" DRYWALL — - — - BRG. HT. Q TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • • ° ETAL DRIP EDGE °" N ' TO BE INSTALLED ON OUTSIDE TRUSS PLATE — N i FACE 3/4" P.T. NAILER TYP. SOFFIT. SEE ARCH. CORNERS min F3) 2x4 OR P i/2" DRYWALL PLANS ( ) METAL DRIP EDGE 4x4 w/ 2x4 POST UNDER EA w 1/2" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.D. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. a' 1 x 9 P.T. @WINDOWS ��', LINTEL BLOCK KEEP IN 3 4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" U — '�, CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S•G.D. n / 0 TO TOP PLATE WITH (4) „ O.H. W/ (1) #S DUI. REBAR & AND LATH WITH FINISH O.C. v) c 16d TOENAILS SOFFIT. SEE ARCH. SEE ELEV. 3000 PSI CONCRETE t/'1 PLANS PRECAST "U" LINTEL (TYP.) ALL SIDES / / 1/2" DRYWALL SEE SCHEDULE N O/+ o \ (TYP•) FRAME FOR CDR• w ro O f / �° ` QO NERS FOR NON LOAD U N E SEE PLAN FOR HEADER SITE u / e v ° ° Z \ BEARING SIDES NAILED *_- ib " El`> w/ 16d NAILS @ 8" O.C. = o 0/ V N N CQ OPTION: 15/32" OSB EXPOSURE 1 ON % \ O \ v v S c i 6 Y M Q N bOp Q,m; MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED, 1/2" X 8" J-BOLTS ADDED BELOW THE HEADER W EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. (1) CENTERED EA. ` / (TYP.)4 COURSE HIGH A.F.F. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" SIDE w/2" WASHERS , / CMU BASE FILLED w/ CONIC HOMES n " STAPLE @ 2O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT, ON n FILL CELL -(1) #S DIA (TYP•) W/ (4) VERTICAL RENF w/ R ' NAILS AT 8" O.C. ---•^ ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO- CRC1336146 CONC.ALL LOCATIONS PLAN AI -Al DFCOLUMN REVIEWED FOR 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN w SHOWN ON FOUNDATION (G.C. TO VERIFY W/FLOOR PLAN N &FLOOR PLANS CODE COMPLIANCE GULFBREEZE, FLORIDA 32563 LOCATION WOOD WALLS. IF N ST. LUC1E COUNTY DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). W 11-10d TO BEAMj & TO FRAME BELOW FOR BEAM SPEC. BOCC PORT ST. LUCIE NOTE: 44" MAX, SILL HGT. ON VI Job Information: ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN CEMENIVE FINISH /8" UISTHICK CK PEP, STM PER SPECS PRECAST CONC SILL ' FINISH 7/8" THICK PER ASTM � C-926-98A O PAPER BACKED FOIL R14.1 w INSULATION AT CMU BLOCK WALL u 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM N 1/2' DRYWALLMORE INFORMATION). SEE TB13 Y EXTERIOR FINISH - / ON SHEET 6 SUBMITTED WITH PERMIT ,- i (SEE ELEVATIONS) FOR NAILING INFORMATION FOR APPLICATION i R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR c `-•I 1 x 2 P.T FURRING WOOD FRAME WALL PER FBC 17" IN CONCRETE - 25" � � 0) P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER — EXTEND (ACI 530) ABOVE y Q -1 SIMPSON HETA20 (D M LIJ WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE SLAB. ALL LOCATIONS SHOWN Al , Al BUILT-UP CORNER MIN 3 ON FOUNDATION PLAN w/10-10d TO COLUMN () 2x4 ' r` m w m WOOD BASE MIN, 6" FROM END -SEE W507 POST ' ' OR 4x4 POST W/ 2x4 UNDER Z `i CV �i FOR TERMITE SHIELD ' ' A) FOR EACH END OF BEAM ' ' SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR � ' M •- FOR SLAB INFORMATION SLAB INFORMATION ' O J IU W a TOP OF SLAB — BOTTOM STRAPS MUST BE 2 X 4 P.T. PLATE 00 u° _ — _ TOP OF SLAB J ' ^ r ^ In v' VJ +';I * 1-j OD y " INSTALLED ON INSIDE OF Model Name/ Number: T, GRADE GRADE COLUMN. DO NOT BEND v VI ry STRAPS UNDER PLATE. 2508 I i o �F 0 d,' aRQ 0 PLACE STRAPS IN FILL AC,I,� ry Q p SEE PLAN FOR ;., v ,� j�� (TYP.)4 COURSE HIGH CMU BASE FILL �.'. -+ �' c4 �RE-BA RQUANTITIES ^' CELLS w/#5 REBAR .,••• •u �r FILLED w/ CONIC- SEE PLAN FOR Plan Issue Date: SIZE. TOP OF COLUMN BASE - Monday, January 11, 2021 16' SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF FOR FTG REQUIREMENTS PLAN KA PROJECT NUMBER: 20-9740 NOTE: DETAIL CD21 / 6 2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE _ WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3,4"=l'-D" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=l'-D" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. ' STRUCTURAL W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) AROUND CURVE. MIN. 2 TITEN CUP EACH TRUSS I (SEE ROOF PLAN FOR TYPE) � SEE TRUSS PLAN ANCHORS TO 2x8 F[ I FRAME OUT TO FOR CONNECTION BLOCK EDGE LINTEL FRAME OUT 70 It (SEE PLAN) BLOCK EDGE '* f-HEADER PER EXTERIOR SHEATHING ' LOCATION - � ATTACHED PER NAILING 7/16" O.S.B. 2x8 W/ (3) 12d SCHEDULE T813 ON I EA. SIDE TOENAILS EACH END �® ®� SHEET 6 ' STUD ANCHORING: 7/16" OSB W/ 6d STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d NAILS @ 16" O.O. R-19 INSULATION AT EXTERIOR SIMPSON SP4 STUDS @ 16° O.C_ WITH NAILS ® i6" O.C. HEADER TO SIDE & TOP NAILER WOOD FRAME WALL PER BIER TO BLK'G WOOD FRAME WALL PER FBC , W/ 2 - SO TO SIDE & TOP NAILER (SEE PLAN) ® 2x W 3) 12d ® WITH AND EPER GY FORMAPPLICATION ITTED 2 X 4 SPF STRUCTURAL SHEATHING ON EA. END TOENAILS EACH ( BOTH SIDE FROM TOP OF WALL AND ENERGY FORM SUBMITTED WHEN EXTERIOR WALL IS AT 15" O.C. TO BOTTOM OF BEAM, ATTACHED WITH PERMIT APPLICATION EDGE VIEW 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. EXPOSED TO INTERIOR SPACE (WHEN EXTERIOR WALL IS EA. SIDE 2 X 4 P.T. ) PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED STUD TO BOT PLATE: TO 7/16" OSB W/ (2) 8d 2X4 SPF CONTINUOUS SIMPSON SP4 SEE PLAN FOR NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED ' BEAM SIZE W/ 2. 8d EA. END TO 7/16" OSB W/ (2) 8d '.. NAILS. SEE DETAIL ABOVE LINTEL +'P • 1/2" X 8" r BUILDER FRAME 2x BUCKS SEE MS11 EDGE VIEW - FOR MORE INFO T-0" MAX NOTE: HOLD FRAMING 1/2" ANCHOR BOLT „ ;; � RADIUS AS REQUIRED WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" O.C.10 FOR SHEATI F C BE FLUSH 8" CIVIL WALL � 2x BUILD -OUT BEYOND �JeA`�OL1T0 /� �f WRH BLOCK FACE � � � WINDOW OR DOOR OPN'G Yeea�Q04 S,•€, N.T.S.o WF21 KNEEWALL @ENTRY FRONT WALL 3/4"=r-D" =WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. Iw WF01 DETAIL @ARCH WINDOW FRAMING N.T.S. WF02 DETAIL@ ARCH WINDOW FRAMING o A o• , O PROVIDE 2x4 ON TO - ��e�Q •• L OR. -- OF 2xS TO BLOCK OUT 2 ROWS 12d (P ���j� F • I ONP �o° TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 �ZZT /711100% (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 7/16" MIN, NAILED W/ 8d 2x4 STUD M7N COMMONS @ 3" O.C. @ PER PLAN EDGE & 6" O.C. FIELD RUN OP SPLICE FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM OUBLE 2x8 � NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS - `� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SEE GE05 FOR ��\ i \ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD �` I (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE FRAMING D ?� I�� TOP PLATE W 8d 2 1 2' x 0.131 NAILS (SIM. w/ 2x6 8 I I \ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF $ g� m �N \ STUDS) IM 12d NAILS @ 3" O.C. WOOD BEAM SEE g `- In coIMPr PLAN FOR SIZE ,y 8 �" �, � 10NHUC4100R(2) fi16 g" 9 �o �" *k *k TOP PLATE TRANSITION HUC2 TO BUILT-UP COLUMN 13 m LL PIPE OR DUCT w/ OUBLE 12d + +I PENETRATION THRU TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. B m I+ +I = TOP PLATE w/ MORE $ 8 d (3) 2x4's OR 4x4 W/ (2)-lOd $ „ g' Q ,� I" vi y o THAN 50% OF TOP , ' y , NAILS @ 8" O.C, EACH PLY 2X TOP PLATE TO I 2 PLATE WIDTH INSTALL 2 ROWS 12d , (SHOWN AS 4 x 4) Hsi d @ 3" O.C. , g GABLE END W/ 16d J SIMPSON PSPN516Z , (",� _ . m ' , 2) SIMPSON HETA20's goo" NAILS @ 6" O.C. j a w/ (12)16d NAILS TYP. ) " d M7N w/(12 l6d EA. TO COL. W ,. m ( TOP & BOTT. .'� '+, ALT: (2) MSTAM36 STRAPS z 4 $i F NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK ,' CENTERED w/ (13)-10d NAILS 8 g 1 2 S * +I * ' TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL Ea TO COL. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ G TIE BEAM s g; www.FDSErvG.COM r 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS m O PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM 15 APPUED z SHEATHING NOTE: ///''''''��� Z ¢2¢ COVERING PLATE LENGTHS MUST BE AT < LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CDO4 BEAM @RAISED ENTRY MASONRY WALL N.T.S. f v Z (V L/I VI M �Q) y ii n 4� w -o R , L 2x8 SYP #2 Y TOP & BOTTOM U ATTACHED W/ O wI m (1) ROW 16d 2x6 SYP. #2 .,f..(a CA V) =M NAILS @ 16 O.C. RIPPEDgo 0 w 0 a r ago U �(► > . BOX HEADER DETAIL 4!m ' * CRIPPLES MAY/MAY NOT BE PRESENT. IIF ONLY (1) KING 7/16" O.S.B. [VERIFY HEADER ELEVATION L' DAMS HOMES * JACK USED AT EA. SIDE 4 EACH SIDE OF EACH OPENING G.C. TO TO O.S.B. TO O.S.B. W/ 2 - 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 160 (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L=.3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) 1 2" RE UAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D-0162" L-&1/2')OREQUAL PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER ANCHOR NAILED TO TOP PLATES, HEADER&JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. &SIZE OF 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES EACH END REVIEWED FO„ GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) L57A 30 (D-Od.62 ,LR3 / )o Q - - BEAM SIZE CODE C®MP�-'A'' DIVISION CZT CI H(O I 1OTIES, NTNAILS ARE DRIVEN FROM 3)FOR 4PLY, PROVIDE I/4"DIA x31/2"LAG CONNECTOR REQUIRED ST" LUCIE C PORT ST. LUCIE OPPOSITE Si DES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN SEE SCHEDULE BOCC Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 163 FOR SP4 AT COMMON �n 2X CRIPPLES @ 16" O.C. V VV THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. FOR WILL 24" O.C. NAILS(TYP) W/ AND BOTTOM SP2 TYP. HGT. TOP AND BOTTOM 2-ROWS 12d NAILS WF37 I TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ r FOR OVERHANGS GREATER THAN I 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/GROUT. (NO FURTHER INSTRUCTIONS ,• , REINFORCEMENT REQUIRED) �r. F.F. OVERHANG r CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" IIJ t II , • • • LOCATION--, Ij Old 1 1 r I Il •. • i R iF • TYP.II SPF CONTINUOUS• ' ©ATTACHED I2x4 TO • :L NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARE•t • 13OX HEADER—j EACH • L � I HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 (2 (1) 2) >4' BUT <9' (2) (3) (2) (2) 1'-01 - 16' 3 4 3 4 l 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE LSTA30 STRAPS AT EACH 12d NAILS STAGGERED @ 12" C/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z L1-4 In 0 STRAP S.Y.P. HEADER W/ O 1/2" FLITCH PLATE w U 1* 10d NAILS @ HEADER. (U.N.O.) O 8" O/C TYP. N � FILLING AND BLOCKING AS w MM� DOUBLE 2 x 4 REQUIRED FASTENED TO �< U W O d CRIPPLE STUD HEADER W/(2) ROWS O J LI..I CR TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS M ' ^ , ^ V Y NOTED OTHERWISE _I 00 / J VI Model Name / Number: 2 x 4 STUDS TYP. 2508 .7 0 SIMPSON HT74 W/ (18) CMU 16d NAILS &A 5/8" VI Pian Issue Date: EXPANSION ANCHOR Monday, January 11,2021 W/ 6" EMBEDMENT U.N.O. GPF OR81/2"AT GARAGE tfiyG STEP DOWN V I KA PROJECT NUMBER: 20-9740 Ik * HOLD DOWN CONNECTIONS P.T. BUT. PLATE NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8"-NO REPAIRREQ'D. WINDOW OR DOOR OPN'G Sheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL N.r.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-D" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS ' *DIAGONAL SPACED AT 20'-0" O.C. MAXI ; "'��`✓/ ' SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° MINIMUM 2"x4" CROSS BRACING T _ (SEE PLAN FOR LOCATION) `'- •`� BLOCKING , I , (3) 12d PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING __ X-BRACING - 2x4 SPF OR SYP W/ (3) 12d C@ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT ems` P90J . • RFS �oA J Q m ••••• CENTER LINE OF HIP/RIDGE, TYP. ,?: \C, BETWEEN TRUSSES W/ (2) 12D J : 64 EACH END TO TRUSS TOP ., Nod CHORD 1 14411NAILS TYP. k 1 r TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACINGWOOD ;�Z4�"4 TRUSSESA AT LEAST ONE TRUSS6" OVERLAP,0,',� _ TRUCTURAL SHEATHINGII1I1111ADD 2X4 ALONGSIDE RIPPED 2X4 SIP #2TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITH ER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SEE SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING g,� y tit } ,,. R 1 Ln � I+ � J• "R, OD 1- PLAN (— 8e m OD I- # 2X4 BLOCKING J LL D w m W BETWEEN TRUSSES HIP TRUSS jv 8��i n_g . O N rob s a a SECT- AA a W gg O ¢ a 3 TB 03 HIP RIDGE BLOCKING DE TAIL N.T.s. TB04 (( \ TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. l / wm-Wt m o P �a� uni ,€°- �c WV`N{J.FDSENG.COM ❑ ❑ ❑ Z � TRUSS NOTES: a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 J (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE DMITED v N Z N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY `\ M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ////111, � EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL , I I N \��„jllyy/// ''U g O LATERAL BRACING SPECIFIED BYTRUSS MANUF- $HALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12tl NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O w n uOA. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, C S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m SEE TYP. TRUSS BLOCKING DETAILS L) - cv E f SHEATHING I++ t p 0 ~_�qr m 3 TO 4 TRUSS x4 AS SHOWN v1r G�1 ALTERNATE TRUSS SPACES DIRECTION C, 00 ej y Q U) o e�A 4.W A DAMS OM9S _I 1' VERTICAL SCAB 2%6 #2 SPF 48" O.C. TOP &BOTTOM OROD SEE TRUSS=:7L121NAILS OR HCl_ / OR HCLR/LL IN PLACE OF (4I 100 SECTION TRUSS " REVIEWED FOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED PP RAFTERS GREATER THAN 8'- B-BCODE COMPLIAN" 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP LE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS �`�"� La l/+�E /+01 1N - GULFBREEZE, FLORIDA 32563 PRE{NG. TRUSS PLATE SECTION B-B TOP PLATE N V1V� DIVISION LOCATION: 2x STUD WALL VARIES w/ ROOF //++lr BOCC SLOPE .\ /. : PORT ST. LUCIE SEE PLAN CONV. FRAMED RIDGE \ / / \ \SPF ♦ Job Information: MAY BE NAILED w/ MIN. IC VERTICAL SCAB 2X8 #2 X6 42 \ / / (4112a WHEN IT LANDS SPF o.C. w/ NEXT TO PRE-ENG. TRUSS \ BET4WEEN TRUSSES / \ B BLKING. NAILED W EACH TOP & BOTTOM OR HS OR \ @ 48" O.C. MAX. SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ B REQUIRED w/ (2) MTS12'S REQUIRED G RAFTERS GREATER \ \ / THAN 8•-0^ \ 2x4 SPF BRACE \ / (4) COLLAR TIE \ \ 12d AT AT EACH END & SHEATHI x. v EVERYTa RAFTER \ \ ALTERNATE DIRECTION O v 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ \ \ FILE COPY TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY y B TB 2X4 SPF W/ (2) #7X3.1/2' / / TRUSSES 0 ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN Lu #i U BLOCKING OR H5 ®48" O.C. / / co PRE-ENG. TRUSS 1 \ / / CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / 1 N E 2 Q 6) SEE PLAN FOR CONNECTION \ \ SIMPSON A34 OR d H � U r O e (USP MP4) @ \ \ / / _ O JM L'u^ � W 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)12tl NAILS ® DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / J W V J un EACH END ATBU TRUSS MAX . 2xs RAFTERS ®2'-o••o.C. \ / 2X4 SPF BLOCKING ^ BETWEEN TRUSSES ♦ Model MAX. W/ (3) 12d COMMON Y V @ 24" O.C. MAX.w/ Name/ Number: 2508 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0° O.C. MAX W 10D \ / \ / , ,\ (3)12d EA. END (TYP.) SEE PLAN / (3) CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM ♦ Plan Issue Date: T&8CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, January 11, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 20-9740 2x4 S.Y.P. Sheet: S- w Of: @ 16" O.C. TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS C1 n L THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE R5 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES ACE ENLY 1 DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA, CONCRETE / FILLED PVC. PIPE. TOP OF SLAB m 00 B I 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. all SPACE EVENLY III I OF 7" e to USB SHINGLE INSTALLATION GUIDE NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEAOS.6 PER SHINGLE. $0, on& �°d 1ndG"mast COO ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT MPUED ALL LEVEL VALLEY TEXTURED, PAINTED EXTER. WALL FINISH BEHIND FLASHING AND EXTENDING A LOCATIONS) MINIMtiM of El"ABOVE 6" X6' H GALV. VERTICAL R1SE OP FLASHING VERTICAL WALL BASHING CONT. AT KNEEWALL T ENTRY PLASTERS SEALANT ROOF SHINGLES # 6" X 6" H GALV. t FLASHINGCONT.1 _ FLASHING DETAILS s^HOB¢. I NOTE: THIS DETAIL IS REQUIRED Fa INS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANTT.1/2"DRYWALL LOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. /8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURIER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EMBEDMENT 2X WOOD FRAME r$ WOOD SCREW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR 3/4" MIN, FINISH DISTAh BY OTHERS PERIMETER 1/4" MAX, CAULK SHIM SPLICE BY OTHERS O.A. WINDOW HEIGHT EX ItIO€1 INTERIOR it TYPICAL FRAME OPENING WINDOW INSTALLATION N. R905.2.8.5 OFF EDGE PROVIIh DRIP EDGE AI EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF No (76cm). CAVE DRIP EDGES SHALL EXPEND Yin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MNNIMLM OF tin. DRIP EDGE AT EAVES SHAL-BE PERMITTED TO 6E NETALLEJ EITHER OVER OR UN]ER THE UNDFRIAYMFWr FINSTALL FD OVER THE UNDERIAYMENT, THERE SHALL RE A MINIMUM 41n W OTH OF ROLE CEMENT INSTALLED OIW THE UWP EDGE PLANES, Dm=ELSE SHALL 9E MECHANICALLY I ASTENEU A MAXUVUM 01 12'1 GIN CENTER. WHERE THE Vaad AS DETERMINCD N CCORANCE WITH SECTION R30121.3 IS 110 MPH '177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 men), DMP E26E5 SHALL BE MECHANICAL[ V FASTENED A MAXW UM OF a INCHES w Mmanum Fastener Spacing (iambs, Head and Sill) at10� Haunting Exterior Filed:NhMow View of Wall Framing; #2Sprute/Pine/Fi1 Or N SOlmne # 10 A 1.112" Screw Minimum Penetration 1-3/8 CrossSection V iew Fxpentor Sheathing men IT Items. YOU may wish to pre orlX the installation Mks in the On at this time. GdAsIgged haeem Vie numieft ft ss day aremt Step Apply a enormous bead of silkane m the bad" ofthe mounting fim the enough slimmeto su8'idmNyOO all vDMs between the On and the wall sheath) . Step 3 Irsertthe window into the opening from the outside. The windmv h labeled "YWtle' and "outi le", but # those Wbeh have been rammed, the glasong bead should always be to the Inside of the building. Sep 4 Install shims under the sill, adWng than una the Lai[ h plumb In the Opening. Ships Should be Insisted undu the sill every 2leaf. The window should be baskalli, rmtered n 0e OWN with no mare than 14' gap between the window and wall tram , Stan S Install a#10X 1. 2'Soew 9"from the caner of the fin at eam end of the head, sill and both Terms. Sep6 Install me renainirg fubmers In 8' Inuemens from the caner screws to the center Of Each frame member. Use amenot roover- OghteT the screws and pull them through the On. Alm, make sure the Screws go In straight and do rout muse the frame to bow. Vail fra"should be a minimum of 92 Spnla,.JPi BIFIC Falsomars should be#10 screws of sufident length to achleve 1-3/8' a ebrtion into the wall and M less Man 1/2"from edge of fremin Sep 8 If desired, a foam msulatHar can be applied by the intMGr gap between the wi low and wall framing. If applied, hasmustbe the N0NCNPA]V01NGTYPEf0AM. Step 9 Since these windows are tMirallYused in rooms with high moisture, Is; bi thraems, it is recommended that the MISTOr 93P between the widow and wall framing also be Sealed with sllMane and faded m as not to interfere with the mist3flatim Of wallboard, Ole or trim. Step 10 Once all construdlon is complete, rernove the bubble wrap from the inside and aaAde of the window. U necessary, clean the blod¢ with a Mid dueraem and warm water using a soft Cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Model # Attachment Approval Manufacture M# Pressures Method Roofing: DADE OFING FL7006A R-10 1st Choice COUNTY APP. H IKO Industrues, Ltd Cambridge NAIL SHINGLES GAUGERS NAILS. 3/8" MIN HEADS. SHINGLE. 8 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO I FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Off-dd a vent" MOM EUGE AND 4" O.C. TYPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING UCT C TAMKO No. 30 1130 ASPHALT—SATURATEDASPHALT-SATURATED 0 GAIN UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-R8 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16tx 2"x6" P.T. WOOD JAMB WITH (5) 112" DIA. x 8" "J" BOLTS FL16546.1 53W5 FL15279.36 2nd Choice +30.0/-32.0 CLOPAY aX7 Swing Doors: 1st Choice +67.0/-67.0 THERMATRU-CORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" fL20461.1 FIBERGLASS DOOR INSWING TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL2044611.19 TRU-CORP. 2nd Choice +67.0/-67.0 THERMA FLUSH OUT AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 1h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS qT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N•A. SHALL BE BEYOND WALL DRESSING Window SERIES SEE BUCK (THIS PAGE) UNIT INSTALLATION USE 17676.1 R9 1st Choice +40/-50 MI WINDOWS Single Hung (fir) Sing ITH MIN. . TO ONS WITH ALL ANCHOR WITH MIN. 11b" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF WS7AILLATION THROUGHID2x BUCK USE #8 WOOD S� EW OFBUCK. SUFFIENT LENGTH 70 ACHIEVE 144" INCH MINIMUM EMBEDMENT FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES FLi8644.3 R3 Picture window IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WTTH SUFFICIENT LENGTH TO ACHIEVE A 11k FL 15804.2 Nr1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0 50.0 / US BLOCK 82ETFOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR TH MIN. I. 'A' EMBED. TO ALL FACTORY DESIGNATIONS TH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644.3 R-3 2nd Choice FILLEDW/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL16503.4 R-3 1st Choice +55.0/-35.0)IRECTION OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM G lv Ga. anized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W) FL16293.1 1st Choice 46 PSF EXT/ PANEL MFG. INC. GalvWINGNUTS AT 1-2'/2" O.C. BOTTOM 1/4"-20 SIDEWALK 46 PSF INT. Steel Storm Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 _ Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 — gal€ � � m o 1- to 4 G U- � �Jx aJs pSIB U 2 ed� VO den IJL D ��o LL LL w g P8 �m'uu1 a)�tM1.Tnz Q u W w d Y £� LL a Aim a leo, En ELI 3 ¢ o �g d, ?� roil IM 0 0 � V) as U N p W A 1 0`8 /�WW�W.FDSENR.COM ILD g zNo Z N Q J N WWW a — to Z to � to w C U _a - m 0 w E V) c Von. O ~ = Oo '® 5 00 as✓0 j c w Q N 0 oh DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE II Job Information: 0 Ia— z �U0 0) Lij 0 N U .� (o M 3� (fir) co 4) 2 z 'q (V I--YUm 4 0) a 00 L2 J 00 (n Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9740 Sheet: of: S-5 MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD ., RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING + TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walla shall provide the building with aweatherYeslatad exterior wag envelope. The exterior wall envelope stall Include floating as described In Section R703.4. WEATHER WINDOW UNIT �RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manna that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as s TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-t"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. BY LAPPING DOWN OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive bonier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR DM WALL BY 61N. UP JAMB F. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive border shall be applied over studs or sheathing of all exterior wails No. 18 \WEATHER asphalt felt shall be applied horizontally, with the upper layer lopped over the lower layer not less than 2 Inches. Where Write occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be Installed In accordance with the RESISITIVE SELF -ADHERED FLASHING ///��� EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBC-R (CURRENT EDITION) 703.7.3 water -resistive barrier manufacturer's Installation Instructions. The N0.1S asphalt fail or other approved water-malstive, border material shall be continuous to the top of walls and terminated at penetrations and building appendages In a BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.L UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water-realstive barriers shall be Installed as required In Section R703.2 and, wham SELF -ADHERED FLASHING appllotl over woaFbasotl sheathlrng, shall include awater-reslstive vapor -perusable barter wNh a peAamande a! leas! ' WIRE LATH oqulvaleM to two layers of Grade D papa. The Individual layere shall be Installed Imlopendently such that each layer Detail Instructions providesseparatec mina dany (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: I. Cut, fold up a temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to #to wort Is directed belwaea thing resistive barrier above header to allowfcr flashing installation BUILDING numbered items in the list of instructions below: Exception: Where the water -resistive border that Is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier ^ PAPER 1. Install self -adhered flashing in order as shown by numbers than greater that of 80-minute Grade D paper and is separated from firs stucco by an Intervening, substantially nonwater absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 1 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 ov 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, salt -adhered membranes and mocha dcally attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shinglefashlon or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant Fluld-apptled membranes used as hashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING Scale, Nrs W P 01 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P 0 3 scoring Cuts Instructions. AN flashing shall be applied In a manner to prevent the entry of water Into the wall cavity or penetration of water to the building structural framing components. Self4dhered membranes used as flashing shall comply with FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All axis" fenestration products shall be sealed at the juncture with the building wall with a sealsot complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED ASPHALT ADHESIVE 6. Fold as shown b arrows y exterior walls shelf comply with AAMA 714. The flashing shall extend to the surface of the exterior well finish. Approved EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE 7. Angle of Corner may vary, adjust folding of the flashing accordingly to fit fleshings shall be Installed al the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight t0 comer REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanicall fasten as necessar y y S.Extedor window and door openings. Flashing at exterior window art door opening s shall extend to the surface of the p exterior wall finish or to the water-reslstive bander complying with Section 703.2 for subsequentdrainage. Mechanically LETTER ON CHEMICAL COMPATIBILITY SCORED RELEASE PAPER attached flexible flashinge shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed , in accordance with one or more of the following: SELFADHERED FLASHING, EXTEND A MINIMUM 6" BEFOSELF-ADHERED ArEHFOI.DIO SCORE ��e RELEASE RELEASE EAS SHEXPOSE aoHESIVEAs sHkmN) 1.1 The fenestration mamnMcturer's installation and fleshly Instructions, a for applications not addressed In the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing g BOTTOM OF Instructions or details am not provided, Dan }lashing shall be Installed at the sill o/ exterior window and door openings. THRESHOLD Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to + MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing a protection z NECESSARY IN CORNERS THROUGH at the head and fides. SECTION -A (SEE DETAIL WP02) SELF- ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING 2 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE .� 4 Q 3. Under and at the ends o1 masonry, wood or metal copings and sills. NOT OVER 2 SEAL TOPS OF JOISTSQ UNDER DECKING (.7 U 6 7 4. Continuously above all projecting wood trim. BDO OTTOM NAILING FLANGE 8 (SEE DETAIL WP07) `J S. Where exterior porches, decks or stairs attach to a wall a floor assembly Of wood -frame consbuction. S. At wall and roof Intersections. SELF-ADHEREDFLASHING W P 04 SELF -ADHERED FLASHING W SELF -ADHERED FLASHING IWPO6 7. At built -In gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING _ Cement Plaster 7/8" Cement Plaster n/8" accordance with in accordance With ASTMC926 ASTMC926 SELF-ADHERED FLASHING PATCH err < < " Felt backed metal .. Felt backed metal ,' . %lathe in accordance lathe in accordance �b, n'tq.c with ASTMC1063 with ASTMC1063 SELF -ADHERED FLASHING. DECK PROTECTOR y � `" Building Paper Building Paper \ 7/16" O.S.B. t 7/16" O.S.B. ANC sheathing %. sheathing DOUBLE Keep top edge SINGLE 1 JOIST '-..., %"br4�'^ Metal ', '. of weep screed JOIST SELF -ADHERED FLASHING t -.�t_ _ . Flashing g _ 2" below top of SELF -ADHERED FLASHING 3 1/2" block 2 3" MIN J Unperforated Flange 7/8" Vulcu m 4 cauk bottom O 5 Weep Screed joint only ''---" - Maintain Metal Flashing Bottom of 3-1/2"Unperforated SELF -ADHERED FLASHING \ /� / PO SELF -ADHERED FLASHING W PO O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN IWP09 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Wee Screed P 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST V �/ OUTSIDE CORNER Q INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementttlous Sheathing Decorative Finish ,a•, ••o• All Inside and outside corner will O• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER in accordance using 0 0 Vullccum ulkcaulk SLOPE SLOPE with ASTMC926 for all - SLOPE 0.3 in: 12.0 in 0.3 in : 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor - • SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement HIM �ye� SELF -ADHERED FLASHING J - Block WIRE LATH 2 1/2" Perforated y'o• Flange 1/2" Weep BUILDING PAPER Cement ' •s Screed BUILDING PAPER Plaster over block ' 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 O Note: lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 FLASHING SELF -FINISH W P 11 CEMTHERED HERED FLASHING FF`N FINISH PARAPET WALL W P 12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD EMT. WINDOW SILL J%J111TORR ylvG 4 �: No aT66 0 s ik a LI' rrrrt,ns". .�'a v CIL 2 a sCEO) F Lo00r- ��C2IL 'C a a acO �} m I$Rio@F ?0 O W 0 U g g a ac.coM ❑ ❑ ❑ O0 Z co Z8 0 Z a - m z ^ Ln ,n M 0 OW � m� r6 O MNE f; �1� �• '. _ 'o r O 00 c � C a'm ¢ rm+om ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: �N O z �LO c LO W \ ¢ `m z 0) O J W = N C, 00 D_ VI Model Name / Number: 2508 VI Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9740 Sheet: W Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan I 5" bath duct to roof cap w/ standard 70 cfm bath fan 1 ----AX — IL --'r---- Nq IF•� JLL.f-L VJL VJL.I: L V.I I uJLI E� 16x16 rag LYLLY YJLL�•iL.Y ��Y� I I li - - - • - • i — f r-I u i 1 I LM M 5" bath duct to roof or wall c p w/ standard 70 cfm bath fan—lia t 12x6 lwcd 12x6 lwcd 145 1145 IRMILY 1.' 7„ 74 - 10x6 lwcd ' — 60 6" mm [L-WAVE •. Likile; 7„ 1;412 rag I � I sor _ 120 12x6 lwcd 1 r' g ; _Z i 1 Dg l 54-60 , 10x6 lwcd KMEN M ' 1 6 rw &a 10x I 1 ' I � 70 1 ' qr a I 2408 fbrog 10x10 raaVa,.�8�1 x10 rag 10x6 1wcd 85 1 • WIi•..IYiJ Owl ---------------- 1 :: m .------------ 4" dryer duct to roof cap w/dryer vent box "1A / ;----------I------------; 1 I I I I I I to roof cap w/ standard 70 cfm bath fan I I I 1 I I I 1 I I I I 1 I I 1 I I 1 I I I 1 I I 1 I I I 1 I I 1 I I I •a. ���� II I I LOU NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. FLOOR PLAN EXCEPTIONS 1-3 at�tyrFr1 E JMTM 'fir a low N N 42X42 A/C SLAB BY DEL —AIR MIN 2' FROM WALL 3.5 TON W/5KW @240V 1 PH 18x13 plen platform by bldr Z-, AREA CALCULATIONS �nr• :oa�a,n 1�I��i•4 �a� 1 MIL SMAK r�.�au�slmr s•w•r1 v s L 0 -� � 0 � O G 5 0 O V SL 6 M S Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.